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Extracted text: 230 Question 3: The bracket plate shown in figure Q.3. is subjected to an 100 kN eccentrically applied load of 100 kN that causes moment and shear in the bolt group. Check the adequacy of the 55 severely stressed bolt with respect to 85 (a) Shear capacity of single bolt and 十一中 85 All dimensions (b) Bearing capacity to bear against 12 mm thick plate, considering threads are not in bearing are in mm 85 12 mm thick plate area, 55 Figure Q.3. when M24 bolts of bolt grade 5.6 are used with S355JR grade plates. 110